Randvoorwaarden b: Links verticaal geleid, rechts ingeklemd.
Formules: | ||
RA = 0 MA = wa(l-a)3/(6l) + (wl-wa)(l-a)3/(24l) θA = 0; yA = -wa(l-a)3(l+a)/(24EI) - (wl-wa)(l-a)3(3l+2a)/(240EI) |
RB = (wa+wl)(l-a)/2 MB = -wa(l-a)2(2l+a)/(6l) - (wl-wa)(l-a)2(3l+a)/(24l) θB = 0 yB = 0 |
Resultaat: | ||
RA = 0 MA = θA = 0 yA = |
RB = MB = θB = 0 yB = 0 |
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Fout: | |
Bron: R.G. Budynas and A.M. Sadegh;
Roarks's Formulas for Stress and Strain, Ninth Edition,
Uitg. McGraw-Hill 2020, ISBN: 978-1-26-045376-8